Volume 14 article 350 pages: 28-35

Published: Nov 02, 2016

DOI: 10.5937/jaes14-9136

INFLUENCE OF THE FORM AND SIZE OF THE ISOLATED FOUNDATIONS ON THE STRESS-STRAIN STATE OF THE SOIL BASE

Glushkov Alexey Vyacheslavovich
Glushkov Alexey Vyacheslavovich
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∙ Bartolomey Leonid Adolfovich
Bartolomey Leonid Adolfovich
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Abstract

This article reviews the investigations of the stress-strain state of the foundation bed under the variously shaped footings. The foundation basis is featured by cohesive and non-cohesive soil. Construction regulations do not allow to estimate the stress-strain state of bases with the complex shape of the bed. The article presents qualitative and quantitative stress-strain state changes of shape modification of the drawings. Research indicates the behavior of soil under the complex form foundation, components of displacements and stress isolines are also presented. A special attention is given to the assessment of the scale factor influence on the stress-strain state in the basis of the cross-shaped foundation. This article seems to be interesting to those who work in the field of building construction and geotechnics engineering.

Keywords

Foundation form Cruciform Cross-shaped Three rayed Stress-strain analysis Scale factor

References

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